6: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly.

Culverts

7: Shrinkage cracks, light scaling, and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occurred near curtain walls, wingwalls, or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting.

Waterway Adequacy:

7: Slight chance of overtopping bridge deck and roadway approaches.

Approach Roadway Alignment:

7: Better than present minimum criteria

Bridge Posting

No posting required: Equal to or above legal loads

Scour Critical Bridges:

8: Bridge foundations determined to be stable for assessed or calculated scour conditions; calculated scour is above top of footing.

Bridge Railings:

1: Inspected feature meets currently acceptable standards.

Transitions:

1: Inspected feature meets currently acceptable standards.

Approach Guardrail:

1: Inspected feature meets currently acceptable standards.

Approach Guardrail Ends:

1: Inspected feature meets currently acceptable standards.

Historical significance:

5: Bridge is not eligible for the National Register of Historic Places.

More Information

Designated Level of Service

Mainline

Route Number:

00249

Inventory Route/Min Vert Clearance:

1.00 meters

LRS Inventory Route:

000CO02490

Subroute Number:

0

Bypass/Detour Length:

2.00 kilometers

Toll:

On free road. The structure is toll-free and carries a toll-free highway.